Analysis of cracking due to shrinkage restraint on the mechanical behaviour of reinforced concrete

Adrien Hilaire, Alexandre Michou, Farid Benboudjema, Georges Nahas, Pierre Wyniecki, Yves Berthaud (2016). "Analysis of cracking due to shrinkage restraint on the mechanical behaviour of reinforced concrete." In Proceedings of FraMCoS 9, Berkeley, California, USA.

Adrien Hilaire, Alexandre Michou, Farid Benboudjema, Georges Nahas, Pierre Wyniecki, Yves Berthaud. "Analysis of cracking due to shrinkage restraint on the mechanical behaviour of reinforced concrete." Paper presented at FraMCoS 9, Berkeley, California, USA, 2016.

Adrien Hilaire, Alexandre Michou, Farid Benboudjema, Georges Nahas, Pierre Wyniecki, Yves Berthaud, "Analysis of cracking due to shrinkage restraint on the mechanical behaviour of reinforced concrete," in Proc. FraMCoS 9, Berkeley, California, USA, 2016.

@inproceedings{adrien-hilaire2016,
  title     = {Analysis of cracking due to shrinkage restraint on the mechanical behaviour of reinforced concrete},
  author    = {Adrien Hilaire, Alexandre Michou, Farid Benboudjema, Georges Nahas, Pierre Wyniecki, Yves Berthaud},
  year      = {2016},
  booktitle = {Proceedings of FraMCoS 9},
  address   = {Berkeley, California, USA},
}

TY  - CPAPER
TI  - Analysis of cracking due to shrinkage restraint on the mechanical behaviour of reinforced concrete
AU  - Adrien Hilaire
AU  - Alexandre Michou
AU  - Farid Benboudjema
AU  - Georges Nahas
AU  - Pierre Wyniecki
AU  - Yves Berthaud
PY  - 2016
T2  - Proceedings of FraMCoS 9
CY  - Berkeley, California, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Analysis_of_cracking_due_to_shrinkage_restraint_on_the_mechanical_behaviour_of_r.pdf
AB  - Shrinkage may lead to tensile stresses and cracking in reinforced concrete structures due to several mechanisms: gradients of drying shrinkage, restraint of autogeneous and drying shrinkage by reinforcement or concrete members of different thickness or ages etc. This contribution focuses on the effect of drying shrinkage on the behavior of concrete tie members, with a focus on the restraint by reinforcement. It is showed that, if it is not taken into account, numerical simulations show an overestimation of cracking and force at first crack when submitted to uniaxial tension when compared to experimental results. Besides, an appropriate interface model should…
ER  -